Numerical Investigation of Nailing Pattern Effect on Nailed Wall Performance

IF 1 Q4 ENGINEERING, CIVIL
H. Shahir, S. Delfan
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引用次数: 1

Abstract

In this paper, the performance of soil nailed walls with various nail patterns has been studied to find an optimum layout based on the deformation criterion. To this end, parametric analysis on soil nailed walls with various nailing patterns was performed. Nine patterns including one uniform and eight variable nails length were considered. For each pattern, parametric analysis on different parameters including wall height, surcharge, nails spacing was done to find an optimum pattern based on the deformation criterion. The simulation results indicate that using the variable layout with long nails at the top of the wall not only reduces the lateral deformation of soil nailed wall but also decreases the density of nails.
钉模对钉墙性能影响的数值研究
本文对不同钉型的土钉墙的性能进行了研究,以根据变形准则找到最佳布局。为此,对不同钉方式的土钉墙进行了参数分析。考虑了九种模式,包括一种均匀指甲和八种可变指甲长度。对于每种模式,对不同的参数(包括墙高、超载、钉子间距)进行了参数分析,以根据变形准则找到最佳模式。模拟结果表明,采用顶部长钉的可变布局,不仅减少了土钉墙的侧向变形,而且降低了钉的密度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
1.30
自引率
60.00%
发文量
0
审稿时长
47 weeks
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